310685_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0685 Certificate Of Coverage Number: AWS310685
2. Facility Name: Ann Herring Farm
3. Landowner's Name (same as on the Waste Management Plan): Ann H Herring
4. Landowner's Mailing Address: 292 Bill Sutton Rd
City: Albertson State: NC Zip: 28508
Telephone Number: 252-568-3989 Ext. E-mail:
5. Facility's Physical Address: 316 Bill Sutton Rd
City: Albertson State: NC Zip: 28508
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner): Qi• t'C vb-19
8. Farm Manager's telephone number (include area code): 2 4,-Z - 5 4 o _ 3'D
9. Integrator's Name (if there is not an Integrator, write "None"): Maxwell Foods LLC
10. Operator Name (OIC): .Marshall S. Britt Phone No.: .-252 568 2477 • OIC #: 15 9----
'✓a "frySi NC/pity Z. re 46 0-34,49 /od 36 -!p
54
11. Lessee's Name (if there is ndia Lessee, vdrite "None"): see 4.741qc /ram
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Wean to Feeder 3,200
Operation Types:
Swine Cattle Dry Pouttry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry,
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
LAGOON Ill
,
/0 /S(9 IL
64-' j
/ no/ 74 O
Z3/ % EC,
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
I. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person' who •.knowingly makes any false statement,
representation, or certification in: any application may be subject to civil . penalties : up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of. Signing Official (Landowner, or if multiple Landowners all landowners . should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: OW N -4 e/ RI' Al. Title: v ''-611
,� v
�y��
Signature: Can,- /'[' !�I 7( Date: � 313- .244
Name: Title:
- • '; ri
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ=DWR - t.
Animal Feeding Operations Program
1636 Mail Service Center
• `!, Raleigh, NoithiCarolina 27699-1636 •
Telephone number: [phone]'
E-mail: 2019PermitRenewal(a3ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

Animal Waste Management System Operator Designation Form
WPCSOCC
NCAC 15A 8F .0201
Facility/Farm Name:
Ann Herring Farm
Permit #: AWS310685 Facility ID#: 31 _ 685 County: Duplin
Operator In Charge (OIC)
S. Name:�1tQy 40941/
���
First Middle Lust
Cert Type / Number: A- NO 36 q it
Signature ii2b&7Date. 1' j41
I certify that I agree to my desnation as the Oper• or in Charge for the facility noted. I understand and will abide by the rules
and regulations pertaining to the responsibilities set forth in 15A NCAC 08F .0203 and failing to do so can result in Disciplinary
Actions by the Water Pollution Control System Operators Certification Commission."
Jr, Sr, ere.
Work Phone: (zit) G-40 - 3440y
Back-up Operator In Charge (Back-up OIC) (Optional)
First Middle Last Jr, Sr, etc.
Cert Type / Number: Work Phone: ( )
Signature: Date:
"I certify that I agree to my designation as Back-up Operator in Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities set forth in I5A NCAC 08F .0203 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Owner/Permittee Name:
Ann Herring
Phone #: (7 4-`Z) , O -
Signatur
wncr or autho tzed agen
Fax#: ( )
1/11M.c Date: Z,J i I f 4 0
/y
Mail or fax to:
WPCSOCC
1618 Mail Service Center
Raleigh, N.C. 27699-1618
Fax: [phone]
(Retain a copy of this form for your records)
Revised 8/2007

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial.must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403): The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
a El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
ElRendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
El El A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
a El In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
•El El Any method which,.in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• ' A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
hif,(44.11,
Signature of Farm Owner/Manager
03-- i5 �. /7
Date
.-/ -ter / 9
Signature of Tnical Specialist Date

WASTE UTILIZATION PLAN
DATE 03/08/99
Producer: ANN HERRING
Location: 292 BILL SUTTON RD.
ALBERTSON, NC 28508
Telephone: [phone]
Type Operation:
Number of Animals:
WEAN TO FEEDER
3200
3/- 475-
gwr✓H a4, FAiefrif
31-685 Page 1
The waste from your animal facility must be land applied at a specified
rate to prevent pollution of surface and/or groundwater. The plant
nutrients in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops in the fields where waste
is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient Waste should be analyzed before each application
cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner. Always
apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can
utilize. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and available
water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special pre-
cautions, waste may be applied to land eroding at up to 10 tons per
acre per year. Do not apply waste on saturated soils, when it is
raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DWQ
regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of the nutrients
for crop production and to reduce the potential for pollution, the
waste should be applied to a growing crop or applied to bare ground
not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
This plan is based on waste application through irrigation for this
is the manner in which you have chosen to apply your waste. If you
choose to inject the waste in the future, you need to revise this
plan. Nutrient levels for injecting waste and irrigating waste are
not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage require-
ments should be based on the waste analysis report from your waste
management facility. Attached you will find information on proper
sampling techniques, preparation, and transfer of waste samples to
the lab for analysis.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H.0217 adopted by the Environmental
Management Commission.

WASTE UTILIZATION PLAN Page 2
AMOUNT OF WASTE PRODUCED PER YEAR (GALLONS, FT3, TONS, ETC.)
3200 hogs x 0.8 tons waste/hogs/year = 2560 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
3200 hogs x 0.96 PAN/hogs/year = 3072 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan time
and have appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
TABLE 1: ACRES OWNED BY PRODUCER
TRACT pulls SOIL TYPE & CLASS- CROP YIELD LBS residue ** * LBS
DETERMINING PHASE CODE AW N PER ACRES AW
PER AC AC USED
5619 1 thru 3 AUB
5619 1 thru 3 AUB
5619 1 thru 3 AUB
5619 4 thru 5 NOB
5619 4 thru 5 NOB
5619 4 thru 5 NOB
APPLIC.
TIME
75 93.75 15 13.69 1078.0875
W 45 90 13.69 1232.1
DSB
18 72 13.69 985.68
100 125 15 8.48 932.8
W 55 110 8.48 932.8
DSB
38 152 8.48 1288.96
Indicates that this field is being over seeded (i.e. interplanted)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. Beginning in 1996 the Coastal Zone
Management Act will require farmers in some eastern counties of NC to
have a nutrient management plan that addresses all nutrients. This
plan only addresses Nitrogen.
0
0
0
0
0
Total 6450.4275

WASTE UTILIZATION PLAN
Page 3
TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate
land. See required specifications 2.)
TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS residue ** * LBS
DETERMINING PHASE CODE AW N PER ACRES AW
PER AC AC USED
Indicates that this field is being over seeded (i.e. interplanted)
or winter annuals follow summer annuals.
**Acreage figures may exceed total acreage in fields due to
over seeding.
* Ibs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
BH
C
SG
SA
WA
BC
BP
FC
FH
FP
SB
DSB
CO
W
CROP
HYBRID BERMUDA GRASS -HAY
CORN
SMALL GRAIN OVER SEED
SUMMER ANNUALS
WINTER ANNUALS
HYBRID BERMUDA GRASS -CON GRAZED
HYBRID BERMUDA GRASS -PASTURE
TALL FESCUE -CON GRAZED
TALL FESCUE -HAY
TALL FESCUE -PASTURE
SOY BEANS
DOUBLE CROP SOY BEANS
COTTON
WHEAT
LBS N
UNITS PER UNIT
TONS 50
BUSHELS 1.25
AC 50
AC 110
AC 100
TONS 50
TONS 50
TONS 50
TONS 50
TONS 50
BUSHELS 4
BUSHELS 4
TONS 0.1
BUSHELS 2
Total
APPLY
MONTH
APR-SEPT
MAR-JUNE
SEPT-APR
APR -MAY
SEPT APR
APR-SEPT
APR-SEPT
SEPT-APR
SEPT-APR
SEPT-APR
JUN-SEPT
JUN-SEPT
MAY JUN
OCT-MAR

WASTE UTILIZATION PLAN
TOTALS FROM TABLES 1 AND 2
ACRES LBS AW N USED
TABLE 1 22.17 6450.4275
TABLE 2 0
TOTAL 22.17 6450.4275
AMOUNT OF N PRODUCED 3072
*** BALANCE -3378.428
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic
land application of sludge at agronomic rates. The sludge will be
nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements. Your production
facility will produce approximately 0/ 113•01 b pounds of plant
available nitrogen (PAN) per year in the sludge that will need to be
removed on a periodic basis. This figure is PAN when broadcasting
the sludge equipment, may be needed when you remove this sludge.
See attached map showing the fields to be used for the utilization of
waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of
the soil at the time of irrigation such that runoff or ponding occurs.
This rate is limited by initial soil moisture content, soil structure,
soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the
soil at the time of irrigation nor should the plant available nitrogen
applied exceed the nitrogen needs of the crop.
Your facility is designed for 180 days of temporary storage
and the temporary storage must be removed on the average of once every
6 months. In no instance should the volume of waste being stored in
your structure be within %7 feet of the top of the dike.
Page 4

WASTE UTILIZATION PLAN Page 5
If surface irrigation is the method of land application for this plan, it
it is the responsibility of the producer and irrigation de signer to
ensure that an irrigation system is installed to properly irrigate the
acres shown in Tables 1 and 2. Failure to apply the recommended rates
and amounts of Nitrogen shown in the tables may make this plan invalid
Call your Agriment Services representative for assistance in determining
the amount of waste per acre and the proper application rate
prior to beginning the application of your waste.
NARRATIVE OF OPERATION: SEE ATTACHMENT

WASTE UTILIZATION PLAN Page 6
Plans and Specifications
1. Animal waste shall not reach surface waters of the state by runoff,
drift, manmade conveyances, direct application, or direct discharge
during operation or land application. Any discharge of waste which
reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division
of Water Quality for every day the discharge continues.
2. The Local NRCS office must have documentation in the design folder that
the producer either owns or has long term access to adequate land
to properly dispose of waste. If the producer does not own adequate
land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable
proximity, allowing him/her the use of the land for waste application
for the life expectancy of the production facility. It is the
responsibility of the owner of the facility to secure an updated Waste
Utilization Plan when there is a change in the operation, increase in
the number of animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen
needs for realistic crop yields based on soil type, available moisture,
historical data, climate conditions, and level of management, unless
there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management
System (RMS) or an Altemative Conservation System (ACS). If an ACS
is used the soil loss shall be no greater than 10 tons per acre per
year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to `Buffers"
required by DEM. (See FOTG Standard 393-Filter Strips and Standard
390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste
application. Waste should not be applied when the wind is blowing.
6. When animal waste is to be applied on acres subject to flooding, it
will be soil incorporated on conventionally tilled cropland. When
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season
prone to flooding. (See 'Weather and Climate in North Carolina" in
the NRCS Technical Reference - Environment file for guidance.
7. Liquid waste shall be applied at rates not to exceed the soil infil-
tration rate such that runoff does not occur off -site or to surface
waters and in a method which does not cause drift from the site during
application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall
event, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste should
also be considered.

WASTE UTILIZATION PLAN Page 7
10. Waste nutrients shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste
nutrient loading rates on these soils should be held to a minimum
and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to
planting of a crop on bare soil.
11. Animal waste shall not be applied closer than 25 feet to surface
water. This distance may be reduced for waters that are not perennial
provided adequate vegetative filter strips are present (See standard
393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings
other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right -of ways.
15. Animal waste shall not be discharged into surface waters, drainage ways,
or wetlands by discharge or by over -spraying. Animal waste may be
applied to prior converted wetlands provided they have been
approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge
into water courses, except when applied at agronomic rates and the
application causes no runoff or drift from the site.
16. Domestic and industrial waste from wash down facilities, showers,
toilets, sinks, etc., shall not be discharged into the animal waste
management system.
17. Lagoons and other uncovered waste containment structures must maintain
a maximum operating level to provide adequate storage for a 25-year,
24-hour storm event in addition to one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be established on
all disturbed areas (lagoon embankments, berms, pipe runs, etc.).
If needed, special vegetation shall be provided for these areas and
and shall be fenced, as necessary to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are
limited to areas where considered appropriate. Lagoon areas should be
kept mowed and accessible. Lagoon berms and structures should be
inspected regularly for evidence of erosion, leakage or discharge.
19. If animal production at the facility is to be suspended or terminated,
the owner is responsible for obtaining and implementing a "closure
plan" which will eliminate the possibility of an illegal discharge,
pollution and erosion.
20. Waste handling structures, piping, pumps, reels, etc., should be
inspected on a regular basis to prevent breakdowns, Teaks, and spills.
A regular maintenance checklist should be kept on site.

WASTE UTILIZATION PLAN Page 8
21. Animal waste can be used in a rotation that includes vegetables and
other crops for direct human consumption. However, if animal waste
is used on crops for direct human consumption it should only be applied
pre plant with no further applications of animal waste during the crop
season.
22. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid
level between the markers. A marker will be required to mark the
maximum storage volume for waste storage ponds.
23. Waste shall be tested within sixty days of utilization and soil shall
be tested at least annually at crop sites where waste products are
applied. Nitrogen shall be the rate - determining element Zinc
and copper levels in the soils shall be monitored and alternative crop
sites shall be used when these metals approach excessive levels. pH
and waste analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three years. Waste
application records for all other waste shall be maintained for five
years.
24. Dead animals will be disposed of in a manner that meets North
Carolina State regulations or other States' regulations.

WASTE UTILIZATION PLAN
Page 9
r
-K9N
NAME OF FARM:
OWNER / MANAGER AGREEMENT
„Al
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above.
I (we) know that an expansion to the existing design capacity of
the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
Division of Water Quality (DWQ) before the new animals
are stocked. I (we) also understand that there be no discharge
of animal waste from this system to surface waters of the state
from a storm event less severe than the 25 year, 24 hour storm.
The approved plan will be filed on -site at the farm office and at
the office of the local Soil and Water Conservation District and
will be available for review by DWQ upon request
I (we) understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1-day storm event I also
certify that the waste will be applied on the land according to
this plan at the appropriate times and at rate that no runoff
occurs.
NAME OF FACILITY OWNER:
SIGNATURE: X —441i
DATE: SA/r7
ANN HERRING
NAME OF MANAGER (if different from owner):
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: RONNIE G. KENNEDY JR.
AFFILIATION: Agriment Services Inc.
PO Box 1096
Beulavill 518
SIGNATURE: 1 DATE: .T/01

Wettable Acres Interpretation
Agriment Services Inc.
P.O. Box 1096
Beulaville, NC 28518
[phone]
Grower Information
Telephone #: (252)
568-3989
Farm: Herring Nursery
(Last Name) Herring
(ist) Ann
(Address) 292 Bill Suttonr;Road
(city) Albertson
(state) NC
(zip) 28508
(County) DUPLIN
,(Facility
#) 31-685
TRACK CODES
FIELD #
PULL CODES
PULL LENGTHS
1 ACRE = 43,560'
WETTABLE ACRES
PULL WIDTHS
T-5619
1
1
264.00
950.00
43,560.00
5.76
2
231.00
700.00
43,560.00
3.71
3
264.00
700.00
43,560.00
4.24
2
4
264.00
700.00
43,560.00
4.24
5
264.00 '
700.00
43,560.00
4.24
TOTAL PULLS
5
TOTAL ACRES
22.20
NOTE: 80% EXTERIOR -70% INTERIOR OF WETTED DIAMETER 330'

Ann Herring(Herring Nursery)
3200 Wean to Feeder

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Landowner/Operator Name:
Address:
Telephone:
TABLE 1 - Field Specifications
IRRIGATION SYSTEM DESIGN PARAMETERS
, nn Ncr/1/4,
a9(). 13;11 Sviion Ro0,41
1316.-.hen Ili 1 a.c.co g'
(2�sa)SI5I-3%49
County: Leto / 1
Date: 3 / i / 9 9 Jae
EXHIBIT D-1
Fleld1
Number
Approximate
Maximum
Useable Size
of Fleld2
(acres)
Soil Type
Slope
(%)
Crop(s)
Maximum
Application
Rate3
(Whr)
Maximum
Application
per Irrigation
Cycie3
(inches)
Comments
rail. 1 +�, 3
/3. 6 9'
Aul3
o- S
G!w /S13
• So
I. D
fAIIS H t6s
_ r•-/8"
A1013
0- 8'
c pwi58
.50
/. 0
'See attached map.
2Total field acreage minus required buffer areas.
3Refer to N. C. Irrigation Guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
NRCS, NC
JUNE, 1996

BIG GUN® PERFORMANCE TABLES U.S. UN ITS
100 SERIES BIG GUNS - 24° TRAJECTORY**
100 T TAPER BORE NOZZLES
PSI
Nozzle
5'
GPM PIA.
Nozzle
'55'
GPM DIA.
Nozzle
6'
GPM PIA.
Nozzle
.65'
GPM DIA.
'
Nozzle
.7'
GPM DIA.
Nozzle
.75'
GPM DIA.
Nozzle
.8'
GPM DIA,
Nozzle
85'
GPM DIA
GPM
Nozzle
9'
DIA
NOZzIe1
'0'
GPM DIA
..
50
onrral4k/wg'swirxgetpswirmowletlEMI-wirminovromunimuvarignair
_.M'll!.
50 205'
64 215'
iY•1:11 : , GDt4'1.',o;;,f7b''4'
74 225'
a
87 235'
:isri:4is'<i"X11Ittefe•k11;Y4'4<7{,il
I
115 256'
130 265'
6
ri
• 100 245'
150 273'
165
250'
204 300'
1nrwesaxrneler
mammon
=wona'farraw
155 295'
Lificn alma; lliitalal
175 315'
,
197
flit2Z'''
310'
2.1 73`
24Y:3]:6>�
243 338
sa=l a isi
2741 362
641 jiFj'3j
70
iffklta
90
1p1sBi07i�i3
110
60 225'
Pi rtalfffillitAkilff
68 245'
75 238'
BB 250'
tn11raHELM19132;2D118
100 273'
�11�11
103 263'
117 283'
1lS3*r�9uglp�TS4?<`:RiR17
120 275'
lEfIMICHEskKIAlftritMEMENtt
135 295'
1191;iR"
136 283'
a
155 306'
+�rSiAirt�1511i111325.11111
177 302'
201 326'
firvinhl
711 3dA3Eir>FE
83 258'
iAAYSi i r{0.L�4FItf
223
".
335'
tli']l.5±ks
'Available
76 265'
only wen P1Nt
92 278'
a CA inn
111 290'
129 303'
150 315'
171 324'
195 335'
222 344'
247
355'
304 380'
100 R RING NOZZLES
PSI
71 RING
77 RING
GPM DIA
-halt.
81 RING
GPM DIA
.86 RING
GPM DIA
.89 RING
GPM DIA
.93 RING
GPM DIA
96 RING
GPM DIA
.•ew v11 vri I
0 5 ON
GPM DIA
vJLn t,VLLLCO
0 6 ON 0 7 ON
GPM CIA CPU DIA
C E Jr.
GPM 0,.4
AY.'1r1t.'11V4./.42e
40
Wktl>eft"rAllePri
66 208
tall
78 212
'VIMIIVAlti'
ice*-tate• .4p
91 215
elEIR s ittrAMSIMPT2'
8i Il58,
103 224
131=iti 'a r��lu___...l
1.1111Wal
134 238
NUL.
152 242
183 260
II l .+L ii
45 154
1315t1 TT' ii
lid5s2.k:osa A r:
66 168
Ivel'71TEY.41G'IT1T•fr
}txc zR xlr
ILIAXI11LWILIIIMM
rLli
RTITT;-11r,
it Liba3 i7::U
91 152
11§-07ti
110 200
Ili itt-1,0
7��_yy�.� �}
If,iz
# iWI:lk
) .r10l16ss
116 196
Fl its
118 235
60
I' n .
80
:'fAL
100
Iraqi
I 81 235
• fi't�aveinf @H
94 255
•:4''P'44„7•2i
105 270
EIDIVIgliti
II 96 240
tis16T.A5 #v1I'
111 265
477Ai'1,11
110 245
127 275
d jA1•h
125 251
145 265
$W9Rj1,'ES
141 270
16g3' 3�070��q�
t�i>}�}'�Wil':Y
2Uilr'Ax`i15fitill:
164 275
+tni-STiniFiatlI
��q 18918a{�305
f€t>8.1
t1tj
143 216
fl~• $
�2t 11 315
rcu
}��• �}�
f= 11
',F1 Mr"aiiitt
�y�_��
LJ�1L"'h3
124 280
MIMS
142 295
SiliffgallgliSMITZ44412131Miltt
less IOr Inn Pl tI
162 305
,o
182 320
I• -.wilt
212 325
11 MTVIlVitt
�ifLi..
236 335
ma MU U
ti •i ,1,5
"Tne diameter of throw is apploaimalely 3%
150 SERIES BIG GUNS - 24° TRAJECTORY"
150 T TAPER BORE NOZZLES
P.S.I.
Nozzle
.7'
GPM DIA,
Nozzle
GPM .8' DIA_
Noz11
.9'
GP CIA.
Nozzle
1.0'
GPM DIA.
Nozzle
Ix
GPM DIA.
Nozzle
2'
GPM . CIA.
r Nozzle
1 3'
CPU DIA
60
110 265'
143 285'
1F}Vaajigli in/C'
182 305'
r4 r T
225 325'
11
Ai Z T >934c iLllist
275 345'
adci Millis llilIlfitfii5 3as311i4
330 365' I 3885 B83
algillyilanzaallisalDalr4151itulD151.11
380 395' 445 410
=aunt=u st
50
'
t28 290'
165 310'
1rM*188Frh11'5 118Q
185 330'
=t21C'litele't4ttq{
210
anrjri9112F.rti 'pawn
235 355'
spay ianiffiltfi6�Y�>
.v-. •14 oa...
0 355'
Au ,.v Sill)!Fr165 . }
290 375'
1tsrl'rnag195tBL'4irar7QD1
lima 5itt2lU60't Val
315 375'
1 1017335r+S1t6^39Q;1 7pYit;'u405i1/tit/1'eauTiifi
100
l+fi'0 -,
143 310'
ITiteL1,7ll7.1 Pt
355 400'
84.50R1
425 420'
500 440'
`460 jF
545 460
157 330'
204 350'4'
258 375' 320 395' 385 c20'
5li 44Q'
465 <: C'
150 R RING NOZZLES
PS.I.
e.,i.. sl
Ring
.86•
GPM DIA
::A...:s.: ialast
Ring
.97'
GPM CIA.
:it . * i✓
R,ng
1.08'
GPM DIA.
'pia
Ring
1.18'
GPM DIA.
Ring
1 2fi
GPM DIA
Ring
1 34' ' 4 '
GPM DIA GPM DIA
60
+'?I.'• 4h7
80
'Z •.-
110 260'
. as .r'i• . Weill
128 280'
' ,'• ' M71S1 1]'i•MVit
143 300'
n&,
143 280'
'165
;:nm TIV1t xtt
i: iiii/i ;iltt'tfW
t a 320 VII
I. tiCos fWe« MN 1 1 s2. ' ;:
182 300'
S .315'
��.2�755 335'
I 512
, -
330 350' 385 365
111. 153121'
300'
84'53"9mci mt
185 320'
210 320'
larn,wommireimittoi
235 340'
60---840•
315 360'
-611a9'izag
355 380'
�
341. .11'!122i illiiita rglI 'i
380 380' I 445 395
ialsrizi 9aszyll:gifir,4ZSiilimc 'Lirr
migimirim:gnl341M-friaTt
290 360'
100
425 400' 500 41$
as
aa4�4fi3"420'2ti llut�f'S251}LrfS2�'s&'L
120
157 325'
204 335'
258 360'
320 380'0'4
385400'
w 5 80ptoa ma;ely 30A less for the 21 • Itajeclory angle.
200 SERIES BIG GUNS - 27° TRAJECTORY"
200 T TAPER BORE NOZZLES
P.S.I.
Nozzle
1.0S'
Nozzle
11'
Nozzle
1.2'
N0111e
1.3'
Nozzle
1.4
Nozzle
S'
Nozzle
Nozzle N a9:'e
-:1:*4
CPA DIA.
1: ;, ;:1>- LV:,11:81/
GPM DIA,
11 r'.
GPM DIA.
; tll1 ; ithq lrtt,.•sxi/114
GPM CIA.
49I1;:
GPM DIA.
Will
GPM DIA.
GPM I 6 CIA
_
CPA 1 75 CIA i GSM., 9 O.A
kr•
270 360'
saran'
3t0 380'
n'cn?14K5s.:11Alti
355 395'
fr1` 7teIVEIVC..s
t st
415 410'
><'r • ll'.e_
I. Mitilte ;T4 • f y
480 430' 555 450'
RINT4 t K • J;X,1111 WMUItu;�
tk+ vr.1ca:t
630 465'
t62,51ir�dlTIMI1.1
:1r .gs ilitaT :..
755 495'
2R�SIdKu
all
• 251 . ;9< gill70
' 650 5'5'
�1005
90
310 390'
350 410'
�4Ptt"
zt,Omitel 1 i
j ilri
390 430'
405 425'
475 445'
biTI(t]R7fii�UY
545 465'
1941 NTIll f o ,
625 485'
.. s : 4Id. • • •,..•,..,,•
695 515'
ff�;?�'�;'[t
715 505'
Etalaz, 'aii'f 7
790 535'
'1L�
855 535'
sift
555'
1�r�1t60i 375Srl
1110 S90'
110
340 410'
525 470' 605 495'
rr7'SJj5rry'
945 565
130
370 425'
r
'0255}EiS5 3
IIcir)'C 66225r1{ti
425 445'
485 565 485' 655 515'
755 5a0'
860 560'
200 R RING NOZZLES
P.S.I
.41047.4.
60
%Vt ...
1 y.• Rm
11.29' actual)
GPM 01A
r..
(1.46 actual)
GPM DIA.
(t56 actual I
GPM DIA,
1 6' Ring
1PM acu IA
GPM 01A.
1 LL^ Ring
(1 M 74' •twat (
GPM DIA
f Ring 2 RI,
(183' atwal) '193' aaua0
GPM DIA CPU DIA
le 111r
45,E
250 340''
Ir a
.1115t2142. is
330 370'
Tivgartmari4
380 400'
iratl2 131
xnt i tcti't • 4 4 ':
3B5 390'
warersInItAiMoET9•
445 420'
' '
';rn: tttIOY( III4
445 410'
P• 7$t17;XM iX%1/frtMIIIi124i411
515 440'
NEM=m9Cr
575 465'
F5ta x' enftil
tarsi ellTri1.7. ti. .
515 425'
it1titOrK161lessigETaliIiZ5511f-
590 455'
illitr21I 14 Val MICLISitionlittdalliftttiadf8
660 480
II
5 55'
585 4e0' 695 e55
47s'1:1111
80 290 370'
"•a� •.i441R91 ¢j •alit Il
675 470' 605 4=0'
51Ili50u'11.4
100 325 390'
Sri :t"., t aliaTi b4tiallq.T4311rrz
120 1 355 410'
grAlenits tOgi ritiStgrf 10omeln24n1
"Tne
425 425'
El ,
500 445'
VINLMtiat2iNinTrfatWrn'str
755 500' • 900 520
I Jst itaz5xfr253.TiM
825 520' 985 5:5 I
465 445'
M
fat lilliq lai rlr:
545 465' 630 485' 725 500•
t$ SIIt{i t6#iit i fiM NililliiMliffi#50.3!i C#tliraMFEtj:1131Mil#iitliW5b33
0 meter or info... Is spot°. maleN two less for 1no 74' "''"L.....''''''. s« '_". •_. ^
10clory angle.
me SIG GUN' performance cats nas teen obtained under id0a1 lest conditions and may to adversely •petted Dy wind. pout ny0raulic enhance cono,t.ons o• olner Ia:,os
Nelson IrngatiOn Corporation makes no representation regarding droplet condition. uniformly. o' application rata

T-56 2 4/
y
r. 558S
y
. ;".• • • , •:. • •
nIg
4
•
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tr.8377
1,(..).
rt 83 5
It*
4 4
de
dt.4:001141.A"..%•."4,Vit."114- 110! 4
. irs;:x7',;••2;P'-=6. 9114r:54:.1!
7,
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-Is:V."7ot 74Vettit.De.,,Y`g.:414A,......*.e.:4;‘,114,0414•4,11tit.P:Ife:7.,"4:1,••;;;?,-.:‘,..,...!,-.b.t.
11.e=
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4,- • ie..' • • f-1.0. Irk." -44
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• •
4
••••07. pp.
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44;••:. - • •••,••••44,..-1:41..... 4.:1•7'•
• IP r•
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g!. •_

AIL WASTE MANAGEMENT PLAN CERTIFICATION FOR NEW OR EXPANDED FEEDLOTS
Please return the completed form to the Division of Environmental Management at
the address on the reverse aide of this form.
ne of farm (Please print) : 4 n v‘ err ��nq
Address: 9 2 11;11 Sven Ka
iqI beet ov , NG -SM O ' Phone No.: 9 to 3 9 F9
County:
Farm location: Latitude and Longitude: Df j ti /22° " (required) . Also,
please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.) :Swine. Wean /o Feeder-
Designer -
Design capacity (number of animals) : J200
Average size of operation.(12 month population avg.): 320D
Average acreage needed for land application of waste (acres): 21.9
=====================================================aa== =_==============
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria-haue_bbeen,verified, by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party) ; access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
storm..
Name of Technical Specialist (Please Print):
ciliation:
Tress (Agency) :
w 7- ,� c.1 j/-24/9„r TELEPHONE [phone]
MICHAEL E. SUGG
USDA, NAT. RES. CONS. SERV.
PO BOX 277 KENANSVILLE NC
Signature: 11
===== ==========assess====......s.w==a===============
Owner/Manager Agreement
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District. l�
Name of Land Owner (Please Print) : An H. Per'rtnq
Signature: `1-')-‘j 7 /V Date: �i"I.� -9c
a
Name of Manager, if different from oy/ner (Please print) :
Signature: • Date:
;Tote: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
DEM USE ONLY:ACNEW#

_:^..:cy.�:_srStt3ilieFlli. Ldd"�'}Saa;.:..nmif
U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
o.
CONSERVATION PLAN MAP
SCS- CPA -16
2 -81
Owner -1N N I-{N r,'R i N9
County L t r\'
Approximate acres
Cooperating with
r-3.
'1
i.-
Operator
State NCO+6-1 C4R.,'t"r L Date
Approximate scale 1" = (t) (p 01
---OLLplij C k(r)-i �( 5c - (,u(J,t��, Conservation District
Plan identification Photo number
Assisted by USDA Soil Conservation Service
Y.1'
�T.•.te .;i'��r�
lebtafe
`-
.
tK�y�
; s`
;it,Ku:1tey
.7- J
r^ { 'S
tit
M , 1•
t
S
4

SCS-CPA-015
12-85
SOIL MAP
SOIL CONSERVATION SERVICE
Owner , 1 r u *,) 4
) Operator
County X) i, e 1 `• v- State a (_-
Soil survey sheet (s) or code nos. Aproximate scale
Prepared by U. S. Department of Agriculture, Soil Conservation Service cooperating
with D'-' p k', - So ..\ - c--L3c, t-, , Conservation District
11
62.
Pl-,90
Au 8

SC5-CPA-015
12.135
SOIL MAP
SOIL CONSERVATION SERVICE
Owner , \ ek•I\AY". C V r w• a'
Operator
County N)i)p A . V' State /li (---
Soil survey sheet (s) or code nos._ Aproximate scale
Prepared by U. S. Department of Agriculture, Soil Conservation Service cooperating
with 'Du' p - 5 0 ' \ - eA--) ''- t-' ' Conservation District
•
5(

IRRIGATION GUIDE
Assuming proper conditions to apply waste within hydraulic rates of the soils and
agronomic rates of the crops the following guide should be used in proper growth stage
intervals of the crops to fulfill their agronomic requirements.
Assuming a 1.18 in ring nozzle with SR150 gun at 70 psi at the reel = 245 gpm
Assuming an average waste analysis of around 2.5 lbs. 1000/gal the following
information should be used as a guide if and only if the waste does not exceed 2.5 lbs.
1000/gal.
CORN 2.0 HRS/PER COVERED ACRE OF PULL/PER YEAR
WHEAT 2.4 HRS/PER COVERED ACRE OF PULL/PER YEAR
SOYBEANS 2.0 HRS/PER COVERED ACRE OF PULL/PER YEAR
rK\

itt
..f
United States
Department of
Agriculture
S4►d
Conservatiou
Service
1'. O. Ito, 277
Kuwmville. NC 28349
Telephoue 910-296-2121
Date j0• C.
m s. ?la IZ Pec-r;r\
2�2. 3t(I Ss._Q
A-am1/44-Joy, fc ?AS -OS
Dear Mr. #errtl
Enclosed is your lagoon design prepared by/j far, r
and approved bythe Soil Conservation �O !�J AD /'D �-�- and reviewed
Service. This lagoon, as/designed, meets SCS standards
and
specifications. It is the responsibility of the contractor and you to build the lagoon according to th
design. You should contact the swine company to get assistance in the layout of the lagoon for e
construction. If you have any questions during construction, please contact this office or the swine
company.
Please be aware that SCS has not checked the excavation and fill volumes or dirt. The swine company
has computed these figures and any questions regarding the amount of excavation should be dir
the company. SCS does not certify that excavation and fill volumes are correct. ected to
IMPORTANT
If you would like for the SCS to certify that the lagoon has been built to design
specifications and meets SCS specifications and standards,
must be present during the lagoon liner installation. personnel from this i� office
personnel onsite may be required to have testing b tailed without SUS
to certification. The reason for this requiremet is that liners are veryan critical
rib a firm prior
proper construction of the lagoon and the moisture content of the linr materrialo asthe
as the method of installation and compaction well
We will also need to conduct a final construction heckfec7or to t the performance of the liner.
the lagoon. State law requires that new and expanded operations have al waste being put in
the SCS minimum design specifications. In order to certify the lagoon, that meet
bottom elevations as well as top of dike and sideslope readings. If given a must get
notice, we will try to schedule the construction checks prior to the given
few days
site; however, since we schedule several days in advance, it is best if you let urs
leaving know the
soon as possible when you believe that a construction check will be needed.
know as
Also enclosed is a contractor certification that must he signed by the contractor ()nee the;
s
completed. We need this form returned to us before we certify that a lagoon meets oul, specific tj
You may want to inform your contractor prior to beginning the job that you will need him specifications.
his work meets the design requirements. y him to certify
This approval is valid for six months from the date of this letter. If excavation and/
or not begun during this interval, a new site evaluation is required prior to construction if construction has
certification is desired.CS
If you have any questions
contact us.
r'26'' Sincerely,
'f)V4
Michael E. Sugg
District Conservationist
concerning this design or the accompanying waste utilization) Ill;tit, IlleZI.'
Se_e cv1154 N.Q.11tor\ sPev-C-: AA,s c 402-r 414 f ,h
tj
�sr
BEFORE BEGINNING EXCAVATION
LANDOWNER IS ADVISED TO
CONTACT ULOCO TO ASSURE THAT
UNDERGROUND UTILITIES ARE NOT
DESTROYED 1-800-632-4949

OPERATOR: A N N N euR I N (q
COUNTY: Dlt pL I N
TYPE OPERATION: 3200 W EAtN To Feepriz
Please review the attached plan and specifications carefully. ^Rt
this plan for your use and records. It is strongly recommend hatn
you, your contractor, and Soil Conservation Service do a construction
check on the waste lagoon immediately upon completion, in order
have your operation certified. to
The pad dimensions and grades are the best estimates. The BUILDER
CONTRACTOR is responsible for final layout of the pads. Goldso or
Hog Farms, Inc. will assist in a limited capacity,Goldsboro
is the proper design and construction of thwase treatment or
concern.
t lagoon.
The actual amount of material required for pads and dam may vary
the estimates. The design will attempt to balance cuts and ills as
from
close as possible. If additional material is required, the
contractor
and owner will negotitate on the price and location of the borrow or
area.
Best Estimates: Total Required Volume (cu.ft.): 150377 Ft
3
Actual Design Volume (cu.ft.): 156160 PO
Excavation (cu.yd.) : 3q-78 Yp3
Clay liner excavation )cu.yd.) : 1517Y03 (ToLING
Total excavation (cu.yd.) 0'')"
Pad and Dike Fill (cu.yd.): 3383 YD3
Clay liner fill (cu.yd.)
Total fill (cu.yd.):
Cut/Fill Ratio:
Job Class:
Designed by:
Approved by:
IC
1. $ : t * D1 irT WILL be AVAILM>L4 FRavi IN FRONT
OF 6uILDIN65 IF WerpEp.
Date: 23 S 614
* DeMt1v►INAT1 ON ON LINER. . W I L1. Th MAi A1'i-F Z E"XCA VATIOW IS vubERWAy.
fit DE S LOQ 66 MAy OR MAI Nor KA O Tr) 86 UN,. $DTCDM SHOu LD ei I J
11DoD SG mkreRIAI..

Inerator:Ann Herring
County: Duplin Date: 09/23/94
Distance to nearest residence (other than
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
0 head (finishing only)
0 sows (farrow to wean)
3200 head (wean to feeder)
Describe other :
owner):
x 1417 lbs.
x 522 lbs.
x 135 lbs.
x 433 lbs.
x 30 lbs.
1000.0 feet
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME
Volume = 96000 lbs. ALW x
Treatment Volume(CF)/lb. ALW
Volume = 96000 cubic feet
OF LAGOON
Treatment
Volume(CF)/lb. ALW
1 CF/lb. ALW
0 lbs
0 lbs
0 lbs
0 lbs
96000 lbs
0
96000 lbs
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
°LANDOWNER RE4UE4TS No 54.106,E SrDRAGE•
Volume = 0. 0 cubic feet wow dE REMMcVED / NE ED
4. TOTAL DESIGNED VOLUME
Inside top length (feet) 160.0
Inside top width (feet) 160.0
Top of dike elevation (feet) 42.5
Bottom of lagoon elevation (feet) 31.5
Freeboard (feet) 1.0
Side slopes (inside lagoon) 3.0 : 1
Total design volume using prismoidal
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
154.0 154.0
AREA OF BOTTOM
LENGTH * WIDTH =
94.0 94.0
formula
LENGTH WIDTH DEPTH
154.0 154.0 10.0
23716 (AREA OF TOP)
8836 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
124.0 124.0 61504 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] *
23716.0 61504.0 8836.0
Total Designed Volume Available = 156760 CU. FT.
DEPTH/6
1.7

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
160.0 160.0 25600.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this7area.
TOTAL DA 25600.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 96000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 175360 gals. or 23443.9 cubic feet
5r Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume =
Volume =
0.0 gallons/day *
0.0 cubic feet
180 days storage/7.48 gallons
per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 14933.3 cubic feet

7. DESIGNED BY:
Volume of 25 year - 24 hour storm
Volume =
Volume =
7.5 inches / 12 inches per
16000.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 23444 cubic feet
5B. 0 cubic feet
5C. 14933 cubic feet
5D. 16000 cubic feet
TOTAL 54377 cubic feet
6. SUMMARY
foot
Temporary storage period >
Rainfall in excess of evaporation >
25 year - 24 hour rainfall >
Freeboard >
Side slopes >
Inside top length >
Inside top width >
Top of dike elevation >
Bottom of lagoon elevation >
Total required volume >
Actual design volume >
Seasonal high watertable elevation (SHWT)===>
Stop pumping elev. >
Must be > or = to the SHWT elev. >
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume >
Volume at stop pumping elevation >
Start pumping elev. >
Must be at bottom of freeboard & 25 yr. rai
Actual volume less 25 yr.- 24 hr. rainfall==>
Volume at start pumping elevation
Required volume to be pumped
Actual volume planned to be pumped
Min. thi kness of soil liner when required==>
al.()
&e . QeTu5,lfttP,iNC.
DATE: 23 Sepr qi} DATE:
APPROVED BY:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
* DA
18.0 days
7.0 inches
7.5' inches
1.0 feet
3.0 : 1
160.0 feet
160.0 feet
42.5 feet
31.5 feet
150377 cu. ft.
156760 cu. ft.
37.2 feet
38.7 feet
37.2 feet
37.5 feet
96000 cu. ft.
97336 cu. ft.
40.8 feet
nfall
140760 cu. ft.
140607 cu. ft.
38377 cu. ft.
43272 cu. ft.
1.6 feet
U4DA /5CS wlt.t. arfAGI-t Wa'tE Lcnu'kl,pN 0A rt,
BEFORE BEGINNING EXCAVATION
LANDOWNER IS ADVISED TO
CONTACT ULOCO TO ASSURE THAT
UNDERGROUND UTILITIES ARE NOT
DESTROYED 1-800-632-4949
f:e c (L 77
Gah C�w � � /0 /tee
SCS DOES NOT CERTIFY THAT
EXCAVATION AND FILL
VOLUMES ARE CORRECT

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Report: Plan View Cross-section Locations
Project: Ann Herring
Drawing: Drawing 2
Surface: Proposed
0 60
120
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 09/23,94 Time: 13:08:32
Scale: 60 ft'in

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3D Mesh Surface
Proposed
Project: Ann Herring
Drawing: Drawing 2
Number: GHF087
Location: Duplin Co.
Bid Date:
Engineer: G. Pettus
Owner: A. Herring
Estimator:
1
Incflnation: 20.0
3D Mesh Surface
Prepared br: GOLDSBORO HOG FARM using SITEWORK
Date: 09/23/94 Time: 13:02:24

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EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMNET SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTERSION SERVICE (CES)
[phone]
[phone]
[phone]
[phone]
[phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. • If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

" 5.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name: �-,vt
b. Contractors Address: ,vc i/i s gaJ
c. Contractors Phone: SC 8'-63 yZ
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone:
A4 A.sh, —Aheci
,,L -mot �� o
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used providea
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction of
pull. Set out collection containers 25 feet apart along the transect on both sides of
the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Anima! Waste Management Systems Manual

OPERATION AND MAINTENANCE PLAN
SHEET 1 OF 2
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 40.8 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 38.8 . This temporary
storage, less 25 yr- 24 hr storm, contains 38377 cubic feet or
287061 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of environ-
mental Management, has the responsibility for enforcing this law.
rimN

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
h Flush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
() Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
( ..Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation
Growth
() Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage
() Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues
() Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes
and feed wastage
() Eliminate low area that trap moisture along fences
and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
AMIC--November 11, 1996

Dry Manure Handling
Systems
Accumulations of animal wastes
() Remove spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles.
() Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
/012
(Landowner Signature)
�a ou'd p Ahreseeh1
(Farm Name)
(Facility Number)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
AMIC-•November 11, 1996

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Source
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Cause
BMP's to Minimize Odor
Site Specific Practices
Farmstead
Swine production
(-)'Vegetative or wooded buffers;
() Recommended best management
pr es;
Good judgment and common sense
Animal body surfaces
Dirty manure -covered animals
() Dry floors
Floor surfaces
Wet manure -covered floors
of floors;
aterers located over slotted floors;
()-Feeders at high end of solid floors;
() Scrape manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits
Urine
Parital micorbial decomposition
() Frequent manure removal by flush,pit
recharge,or scrape
() Underfloor ventilation
Ventilation exhaust fans
Volatile gases;
Dust
an m
enance;
icient air movement
Indoor surfaces
Dust
(yVlfeshdown between groups of animals
() Feed additives;
() Feeder covers;
() Feed delivery downspout extenders to
feeder covers
Flush tanks
Agitation of recycled lagoon
liquid whiles tanks are filling
() Flush tank covers
() Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys
Agitation during wastewater
conveyanance
() Underfloor flush with underfloor
ventilation
Pit recharge points
Agitation of recycled lagoon
liquid while pits are filling
(1 Extend rechard lines to near bottom of
pits with anti -siphon vents
Lift stations
Agitation during sump tank filling
and drawdown
() Sump tank covers
Outside drain collection Agitation during wastewater
or junction boxes
conveyance
() Box covers
End of drainpipes at lagoon Agitation during wastewater
() Extend discharge point of pipes
under th lagoon liquid level
Lagoon surfaces
Volatile gas emissions
Biological mixing
Agitation
(7Proper lagoon liquid capacity
() Correct lagoon startup procedures
() Minimum surface area -to -volume ratio
() Minimum agitation when pumping
() Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles High pressure agitation
Wind draft
rIN
AMOC--November 11, 1996
Irrigate on dry days with little or no wind
() Minimum recommended operation pressure
() Pump intake near lagoon liquid surface
() Pump from second -stage lagoon

Storage tank or basin
surface
Partial microbial decomposition
Mixing while filling
Agitation when emptying
() Bottom or midlevel loading
() Tank covers
() Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface
Partial micobial decomposition () Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying () Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading
spreader outlets Volatile gas emissions
() Soil injection of slurry/sludges
(1 Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying () Soil infection of slurry/sludges
or sludge on field surfaces () Soil incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals Carcass decomposition () Proper disposition of carcasses
Dead animal disposal Carcass decomposition () Complete covering of carcasses in burial pits
pits () Proper location/construction of disposal pits
Incinerators Incomplete combustion () Secondary stack burners
Standing water around
facilities
Improper drainage
Microbial decomposition of
organic matter
( YGrade and landscape such that water drains
away from facilities
Manure tracked onto public Poorly maintained access roads () Farm access road maintenance
roads from farm access
Additional Information:
Available From:
Swine Manure Management; 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assuranc Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
NCSU-County Extension Center
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-Swine Extension
NC Pork Produces Assoc
NCSU Agri Communications
Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landownerrntegrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner Signature)
AMOC--November 11, 1996

MORTALITY MANAGEMENT METHODS
(check which method(s) are being implemented)
1 Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of water.
Rendering at a rendering plant licensed under G. S. 106-168.7
( 1 Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
( ) Any method which in the professional opinion of the State
Veterinarian would make possible the salvage of part of a dead
animal's value without endangering human or animal health. (Written
approval of the State Veterinarian must be attached)
efRN